COUNTY: MADISON
WORKING DAYS: 75
MBE/DBE CONTRACT OBLIGATION: 2 %
for constructing the Bridge Replacement (Precast) and Approaches on Blake Bottom Road over Indian Creek near Huntsville. Length 0.167 mi.The Bracket Ranges shown herein are to provide general financial information to Contractors and Bonding Companies concerning a Project's complexity and size only. THESE BRACKETS SHOULD NOT BE USED IN PREPARING A BID, NOR WILL THESE BRACKETS HAVE ANY BEARING ON THE DECISION TO AWARD ANY CONTRACT.
BRACKET ESTIMATE: $1,142,184 TO $1,396,003
| ITEM CODE | QUANTITY | UNIT | ITEM DESCRIPTION | |
|---|---|---|---|---|
| 201A002 | 1 | LS | Clear & Grub (Maximum Allowable Bid $ 4000.00 Per Acre)(Approximately 2 Acres) | |
| 206A000 | 1 | LS | Removal Of Old Bridge Station 12+32.66 | |
| 206C000 | 42 | SQYD | Removing Concrete Sidewalk | |
| 206C010 | 123 | SQYD | Removing Concrete Driveway | |
| 206D000 | 95 | LF | Removing Pipe | |
| 206D011 | 173 | LF | Removing Fence | |
| 209A000 | 4 | EACH | Mailbox Reset Single | |
| 210A000 | 4106 | CUYD | Unclassified Excavation | |
| 210D001 | 1663 | CUYD | Borrow Excavation (Loose Truckbed Meas) | |
| 214A000 | 286 | CUYD | Structure Excavation | |
| 214B001 | 112 | CUYD | Foundation Backfill Commercial | |
| 230A000 | 9 | RBST | Roadbed Processing | |
| 301A012 | 3098 | SQYD | CABC Type B Plant Mix 6" Thick | |
| 401A000 | 3000 | SQYD | Bituminous Treatment A | |
| 405A000 | 135 | GAL | Tack Coat | |
| 424A360 | 190 | TON | Superpave Wrg Surf 1/2" ESAL C/D | |
| 424B651 | 414 | TON | Superpave Upr Bndr Lay 1" Esal C/D | |
| 424C360 | 493 | TON | Superpave Base Layer 1" ESAL C/D | |
| 516A100 | 1 | LS | Precast Concrete Modular Bridge at STA 12+32.66 | |
| 533A098 | 3 | LF | 18" Storm Sewer Pipe (Class 3 R.C.) | |
| 533A099 | 277 | LF | 24" Storm Sewer Pipe (Class 3 R.C.) | |
| 535A080 | 77 | LF | 18" Side Drain Pipe (Class 3 R.C.) | |
| 535A085 | 48 | LF | 24" Side Drain Pipe (Class 3 R.C.) | |
| 600A000 | 1 | LS | Mobilization | |
| 610A004 | 1445 | SQYD | Loose Riprap Class 2 24" Thick | |
| 610D003 | 1490 | SQYD | Filter Blanket Geotextile | |
| 618A000 | 25 | SQYD | Concrete Sidewalk, 4" Thick | |
| 618B003 | 120 | SQYD | Concrete Driveway 6" Thick Wire Mesh | |
| 619A003 | 1 | EACH | 24" Road Pipe End Treatment Cl 1 | |
| 619A055 | 1 | EACH | 36" Road Pipe End Treatment Cl 2 | |
| 619A101 | 6 | EACH | 18" Side Drain Pipe End Treat Cl 1 | |
| 619A102 | 2 | EACH | 24" Side Drain Pipe End Treat Cl 1 | |
| 621A011 | 3 | EACH | Junction Boxes, Type 1 Or 1P | |
| 621B011 | 4 | EACH | Junction Box Units, Type 1 Or 1P | |
| 621C027 | 1 | EACH | Inlets, Type C | |
| 630A001 | 797 | LF | Steel Beam Guardrail, Cl A, Ty 2 | |
| 630C001 | 1 | EACH | Guardrail End Anchor, Type 8 | |
| 630C050 | 3 | EACH | Guardrail End Anchor, Type 20 Series | |
| 637A000 | 189 | LF | Fence Reset | |
| 650B000 | 285 | CUYD | Topsoil From Stockpiles | |
| 652A100 | 2 | ACRE | Seeding | |
| 654A000 | 985 | SQYD | Solid Sodding | |
| 656A010 | 2 | ACRE | Mulching | |
| 665I000 | 30 | TON | Temporary Riprap, Class 2 | |
| 665J002 | 1949 | LF | Silt Fence | |
| 665O001 | 1949 | LF | Silt Fence Removal | |
| 665Q002 | 100 | LF | Wattle | |
| 680A001 | 1 | LS | Geometric Controls | |
| 698A000 | 1 | LS | Construction Fuel (Maximum Bid Limited 22,000.00) | |
| 701A030 | 1 | MILE | Solid White Cl 2T Ty A Traf Stripe | |
| 701A034 | 1 | MILE | Solid Yellow Cl 2T Ty A Traf Stripe | |
| 701B007 | 190 | LF | Dotted Cl 2T Type A Traffic Stripe | |
| 703A004 | 17 | SQFT | Traffic Control Marking, Class 2T Type A | |
| 703B004 | 45 | SQFT | Traffic Control Legends, Class 2T Type A | |
| 740B000 | 173 | SQFT | Construction Signs | |
| 740F002 | 8 | EACH | Barricades, Type III | |
| 740I002 | 4 | EACH | Warning Lights, Type B |